摘要
基于建工规范和公路规范,从计算公式的形式、公式中采用的参数及公式的可靠性等方面,对两本规范中的受弯构件斜截面抗剪承载力计算进行了对比分析,从而相对地评价两种规范中的抗剪承载力计算公式的合理性,总结两者的优缺点。
Based upon architectural project norm and highway norm,it makes a comparative analysis of the shearing capacity calculation of the bevel cross-section of flexural component in the two norms from the forms of calculation formula,the parameters in formula and the reliability of formula,so as to evaluate the reasonability of the shearing capacity calculation formula in the two norms and summarizes their advantages and disadvantages.
出处
《山西建筑》
2009年第29期71-72,共2页
Shanxi Architecture
关键词
规范
受弯构件
抗剪承载力
公式
对比分析
norm
flexural component
shearing capacity
formula
comparative analysis
